SHARED USE PATH DESIGN DESIGNATION PROJECT ENDSTA. … · length of project = 5517.39 feet = 1.045...

LENGTH OF PROJECT = 5517.39 FEET = 1.045 MILES

MASSACHUSETTS DEPARTMENT OF TRANSPORTATION

1

PROJECT END

STA. 960+87.39

N 2969512.9099

E 748422.7688

PROJECT BEGIN

STA. 905+70.00

N 2969295.4794

E 742960.9298

TITLE SHEET & INDEX

IN THE TOWN OF

MIDDLESEX COUNTY

BELMONT COMMUNITY PATH - PHASE 1

BELMONT

FEDERAL AID PROJECT NO.

HIGHWAY DIVISION

BELMONT COMPONENT OF THE MASS CENTRAL RAIL TRAIL

PLAN AND PROFILE OF

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SHARED USE PATH DESIGN DESIGNATION

DESIGN SPEED 18 MPH

MINIMUM HORIZONTAL CURVE RADIUS 60'

MINIMUM LENGTH OF CREST VERTICAL CURVE 100'

MAXIMUM GRADE FOR LEVEL TERRRAIN 4.5% ±0.5%

(7.5% MAX AT ADA/AAB ACCESSIBLE RAMPS)

INDEX

SHEET NO. DESCRIPTION

1 TITLE SHEET & INDEX

2 LEGEND & ABBREVIATIONS

3 KEY PLAN

4-8 TYPICAL SECTIONS

9-22 CONSTRUCTION PLANS & PROFILES

23 PROFILE - ALEXANDER AVENUE

24 TRAFFIC SIGNAL PLAN

25-31 DRAINAGE AND UTILITY PLANS

DRAFT 25% SUBMITTAL

THESE PLANS ARE SUPPLEMENTED BY THE MASSACHUSETTS DEPARTMENT STANDARD

SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 2020, OCTOBER 2017 CONSTRUCTION

STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD

DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE 1990 STANDARD

DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS

AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY

STOCK.

200

SCALE: 1" = 200'

0 400 800 1600

N

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT

COMMUNITY PATH - PHASE 1

BELMONT COMPONENT OF THE MCRT

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TRAIL SPUR BEGIN

STA. 100+00.00

N 2968924.9114

E 742593.7506

CHANNING ROAD

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DATE

APPROVED

CHIEF ENGINEER

07-01-2020

DRAFT 25% SUBMISSION

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DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

APPROVED:

DIVISION ADMINISTRATOR DATE

2 Center Plaza, Suite 430Boston, MA 02108T: (617) 338-0063F: (617) 338-6472

Civil EngineeringLand SurveyingTransportation EngineeringSustainable Site ConsultingPlanningGIS

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tgexText BoxPROGRESSPRINT

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LEGEND & ABBREVIATIONS

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FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

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STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



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GENERAL SYMBOLS

EXISTING PROPOSED DESCRIPTION

JERSEY BARRIER

CATCH BASIN

CATCH BASIN CURB INLET

FLAG POLE

GAS PUMP

MAIL BOX

POST SQUARE

POST CIRCULAR

WELL

ELECTRIC HANDHOLE

FENCE GATE POST

GAS GATE

BORING HOLE

MONITORING WELL

TEST PIT

HYDRANT

LIGHT POLE

COUNTY BOUND

GPS POINT

CABLE MANHOLE

DRAINAGE MANHOLE

ELECTRIC MANHOLE

GAS MANHOLE

MISC MANHOLE

SEWER MANHOLE

TELEPHONE MANHOLE

WATER MANHOLE

MASSACHUSETTS HIGHWAY BOUND

MONUMENT

STONE BOUND

TOWN OR CITY BOUND

TRAVERSE OR TRIANGULATION STATION

TROLLEY POLE OR GUY POLE

TRANSMISSION POLE

UTILITY POLE W/ FIREBOX

UTILITY POLE WITH DOUBLE LIGHT

UTILITY POLE W / 1 LIGHT

UTILITY POLE

BUSH

TREE

STUMP

SWAMP / MARSH

WATER GATE

PARKING METER

OVERHEAD CABLE/WIRE

CURBING

CONTOURS (ON-THE-GROUND SURVEY DATA)

CONTOURS (PHOTOGRAMMETRIC DATA)

UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER)

BALANCED STONE WALL

GUARD RAIL - STEEL POSTS

GUARD RAIL - WOOD POSTS

CHAIN LINK OR METAL FENCE

WOOD FENCE

SEDIMENT CONTROL BARRIER

TREE LINE

SAWCUT LINE

TOP OR BOTTOM OF SLOPE

EDGE OF PAVEMENT

LIMIT OF MICROMILLING AND OVERLAY

BANK OF RIVER OR STREAM

BORDER OF WETLAND

100 FT WETLAND BUFFER

200 FT RIVERFRONT BUFFER

STATE HIGHWAY LAYOUT

TOWN OR CITY LAYOUT

COUNTY LAYOUT

RAILROAD SIDELINE

TOWN OR CITY BOUNDARY LINE

PROPERTY LINE OR APPROXIMATE PROPERTY LINE

EASEMENT

EROSION CONTROL

TRAFFIC SYMBOLS


CONTROLLER PHASE ACTUATED

TRAFFIC SIGNAL HEAD (SIZE AS NOTED)

WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED)

VIDEO DETECTION CAMERA

MICROWAVE DETECTOR

PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE

EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT

VEHICULAR SIGNAL HEAD

VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED

FLASHING BEACON

PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED)

RAILROAD SIGNAL

SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED)

MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED)

HIGH MAST POLE OR TOWER

SIGN AND POST

SIGN AND POST (2 POSTS)

MAST ARM WITH LUMINAIRE

OPTICAL PRE-EMPTION DETECTOR

CONTROL CABINET, GROUND MOUNTED

CONTROL CABINET, POLE MOUNTED

FLASHING BEACON CONTROL AND METER PEDESTAL

LOAD CENTER ASSEMBLY

PULL BOX 12"x12" (OR AS NOTED)

ELECTRIC HANDHOLE 12"x24" (OR AS NOTED)

TRAFFIC SIGNAL CONDUIT

ABBREVIATIONS

GENERAL

AADT ANNUAL AVERAGE DAILY TRAFFIC

ABAN ABANDON

ADJ ADJUST

APPROX. APPROXIMATE

A.C. ASPHALT CONCRETE

ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE

BIT. BITUMINOUS

BC BOTTOM OF CURB

BD. BOUND

BL BASELINE

BLDG BUILDING

BLSF BORDERING LAND SUBJECT TO FLOODING

BM BENCHMARK

BO BY OTHERS

BOS BOTTOM OF SLOPE

BR. BRIDGE

CB CATCH BASIN

CBCI CATCH BASIN WITH CURB INLET

CC CEMENT CONCRETE

CCM CEMENT CONCRETE MASONRY

CEM CEMENT

CI CURB INLET

CIP CAST IRON PIPE

CLF CHAIN LINK FENCE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CSP CORRUGATED STEEL PIPE

CO. COUNTY

CONC CONCRETE

CONT CONTINUOUS

CONST CONSTRUCTION

CR GR CROWN GRADE

DHV DESIGN HOURLY VOLUME

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DW STEADY DON'T WALK - PORTLAND ORANGE

DWY DRIVEWAY

ELEV (or EL.)

ELEVATION

EMB EMBANKMENT

EOP EDGE OF PAVEMENT

EXIST (or EX)

EXISTING

EXC EXCAVATION

F&C FRAME AND COVER

F&G FRAME AND GRATE

FDN. FOUNDATION

FLDSTN FIELDSTONE

GAR GARAGE

GD GROUND

GG GAS GATE

GI GUTTER INLET

GIP GALVANIZED IRON PIPE

GRAN GRANITE

GRAV GRAVEL

GRD GUARD

HDW HEADWALL

HMA HOT MIX ASPHALT

HOR HORIZONTAL

HYD HYDRANT

INV INVERT

JCT JUNCTION

L LENGTH OF CURVE

LB LEACH BASIN

LP LIGHT POLE

LT LEFT

MAX MAXIMUM

MB MAILBOX

MH MANHOLE

MHB MASSACHUSETTS HIGHWAY BOUND

MIN MINIMUM

NIC NOT IN CONTRACT

NO. NUMBER

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

P.G.L. PROFILE GRADE LINE

PI POINT OF INTERSECTION

POC POINT ON CURVE

POT POINT ON TANGENT

PRC POINT OF REVERSE CURVATURE

PROJ PROJECT

PROP PROPOSED

PSB PLANTABLE SOIL BORROW

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

PVMT PAVEMENT

PWW PAVED WATER WAY

ABBREVIATIONS (cont.)

GENERAL

R RADIUS OF CURVATURE

R&D REMOVE AND DISPOSE

RCP REINFORCED CONCRETE PIPE

RD ROAD

RDWY ROADWAY

REM REMOVE

RET RETAIN

RET WALL RETAINING WALL

ROW RIGHT OF WAY

RR RAILROAD

R&R REMOVE AND RESET

R&S REMOVE AND STACK

RT RIGHT

SB STONE BOUND

SHLD SHOULDER

SMH SEWER MANHOLE

ST STREET

STA STATION

SSD STOPPING SIGHT DISTANCE

SHLO STATE HIGHWAY LAYOUT LINE

SW SIDEWALK

T TANGENT DISTANCE OF CURVE/TRUCK %

TAN TANGENT

TEMP TEMPORARY

TC TOP OF CURB

TOS TOP OF SLOPE

TYP TYPICAL

UP UTILITY POLE

VAR VARIES

VERT VERTICAL

VC VERTICAL CURVE

WCR WHEEL CHAIR RAMP

WG WATER GATE

WIP WROUGHT IRON PIPE

WM WATER METER/WATER MAIN

X-SECT CROSS SECTION

TRAFFIC SIGNAL ABBREVIATIONS

CAB CABINET

CCVE CLOSED CIRCUIT VIDEO EQUIPMENT

DW STEADY UPRAISED HAND

FDW FLASHING UPRAISED HAND

FR FLASHING CIRCULAR RED

FRL FLASHING RED LEFT ARROW

FRR FLASHING RED RIGHT ARROW

FY FLASHING CIRCULAR YELLOW

FYL FLASHING YELLOW LEFT ARROW

FYR FLASHING YELLOW RIGHT ARROW

G STEADY CIRCULAR GREEN

GL STEADY GREEN LEFT ARROW

GR STEADY GREEN RIGHT ARROW

GSL STEADY GREEN SLASH LEFT ARROW

GSR STEADY GREEN SLASH RIGHT ARROW

GV STEADY GREEN VERTICAL ARROW

OL OVERLAP

PED PEDESTRIAN

PTZPAN, TILT, ZOOM

R STEADY CIRCULAR RED

RL STEADY RED LEFT ARROW

RR STEADY RED RIGHT ARROW

TR SIG TRAFFIC SIGNAL

TSC TRAFFIC SIGNAL CONDUIT

W STEADY WALKING PERSON

Y STEADY CIRCULAR YELLOW

YL STEADY YELLOW LEFT ARROW

20'

20'

1

M

*

RRSG

CB

FP

GP

MB

EHH

GG

BHL #

MW #

TP #

MHB

TPL or GUY

UFB

UPDL

ULT

UPL

WG

PM

PAVEMENT MARKINGS SYMBOLS


PAVEMENT ARROW - WHITE

LEGEND "ONLY" - WHITE

STOP LINE

CROSSWALK

SOLID WHITE LINE - 6 INCH

SOLID YELLOW LINE - 6 INCH

BROKEN WHITE LINE - 6 INCH

BROKEN YELLOW LINE - 6 INCH

DOTTED WHITE LINE - 6 INCH

DOTTED YELLOW LINE - 6 INCH

DOTTED WHITE LINE EXTENSION - 6 INCH WIDTH, 2' LINES W/ 6' GAPS

DOTTED YELLOW LINE EXTENSION - 6 INCH WIDTH, 2' LINES W/ 6' GAPS

DOUBLE WHITE LINE - 6 INCH

DOUBLE YELLOW LINE - 6 INCH

DBYL

DBWL

BWL

SWL

CW

ONLY

SL

DYLEx

DWLEx

DYL

BYL

DWL

SYL

JB


STOP

ST

OP

ST

OP

S

T

O

P

S

T

O

P

ST

OP

LEGEND:

8'

S

T

O

P

S

T

O

P

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R2

R1

R1

R1

P1

P1

P1

P1

P1

P1

P1 P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

R2

SCORE JOINT

EXP. JOINT

N

A

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D

8

8

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A

S

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L

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-

1

0

.

0

0

0

1

0

2

0

3

0

4

0

5

0

6

0

7

0

8

0

9

0

GR

AD

E B

RE

AK

S

TA

=

905+

70.00

ELE

V =

47.40

GR

AD

E B

RE

AK

S

TA

=

907+

81.69

ELE

V =

47.16

GR

AD

E B

RE

AK

S

TA

=

909+

54.44

ELE

V =

44.69

GR

AD

E B

RE

AK

S

TA

=

912+

15.01

ELE

V =

44.72

GR

AD

E B

RE

AK

S

TA

=

915+

50.00

ELE

V =

41.38

-

0

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1

1

%

-

1

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4

3

%

0

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1

%

BELMONT

STATION

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N

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I

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B

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MBTA FITCHBURG LINE

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504

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906

907 908

909

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1

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1

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1

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1

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1

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1

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0

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7

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3

8

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9

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0

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2

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9

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6

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9

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8

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4

9

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0

9

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1

9

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2

9

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3

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9

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5

9

5

6

9

5

7

9

5

8

9

5

9

9

6

0

9

6

1

9

6

2

2

0

1

2

0

2

2

0

3

1

0

1

1

0

2

1

0

3

1

0

4

1

0

5

200

SCALE: 1" = 200'

0 400 600 800

10

25

9

25

11

26

12

26

13

27

14

27

15

28

17

29

18

19

30

20

30

2124

31

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C

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N

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I

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D

S

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E

E

T

BR

IG

HT

ON

S

T

R

E

E

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RO

YA

L R

OA

D

C

O

N

C

O

R

D

A

V

E

N

U

E

STATLE

R ROA

D

WA

TE

RH

OU

SE

R

OA

D

N

EW

C

A

ST

LE

R

O

A

D

D

E

A

N

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A

F

L

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C

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E

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F

A

R

M

R

O

A

D

HIT

TIN

GE

R S

TR

EE

T

C

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N

C

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D

A

V

E

N

U

E

C

O

N

C

O

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D

A

V

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N

U

E

ST

RE

ET

C

O

M

M

O

N

S

T

R

E

E

T

BELMONT MIDDLE

AND HIGH SCHOOL

MBTA FITCHBURG LINE

MBTA FITCHBURG LINE

CLARK ST PEDESTRIAN BRIDGE

23

C

O

N

C

O

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D

A

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N

U

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E

O

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A

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S

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L

E

O

N

A

R

D

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T

R

E

E

T

P

L

E

A

S

A

N

T

S

T

R

E

E

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C

O

N

C

O

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D

A

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N

U

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S

H

E

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M

A

N

S

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R

E

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J

A

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O

N

R

O

A

D

VALE R

OAD

LEGEND:

PLAN AND PROFILE PLAN

TRAFFIC SIGNAL PLAN

DRAINAGE & UTILITY PLAN

XX

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XX

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

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609204

BELMONT



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KEY PLAN

N


PROPOSED HMA SHARED USE PATH

SURFACE: 1.5" SUPERPAVE SURFACE COURSE - 9.5 (SSC-9.5) OVER

2.5" SUPERPAVE INTERMEDIATE COURSE - 19.0

(SIC-19.0)

SUBASE 8" GRAVEL BORROW, TYPE b*

PROPOSED CEMENT CONCRETE SIDEWALK/WCR/ISLAND

SURFACE: 4" CEMENT CONCRETE SIDEWALK (4000 PSI,

3

4

", 610)

SUBBASE: 8" GRAVEL BORROW, TYPE b*

PROPOSED HOT MIX ASPHALT DRIVEWAY

SURFACE: 3.50" HOT MIX ASPHALT PLACED IN TWO LIFTS:

(1.50" SUPERPAVE SURFACE COURSE - 12.5 POLYMER

(SSC-12.5-P) OVER

2.00" SUPERPAVE INTERMEDIATE COURSE - 19.0

(SIC-19.0)


PROPOSED CEMENT CONCRETE SIDEWALK AT DRIVEWAY

SURFACE: 6" CEMENT CONCRETE SIDEWALK (4000 PSI,

3

4

", 610)


*EXISTING GRAVEL BORROW TYPE MEETING CONSTRUCTION AND MATERIAL

SPECIFICATIONS SHALL BE RETAINED FOR USE ON SITE AS PROVIDED IN THE

STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGES.

NOTES:

1. EMBANKMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH STANDARD

SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.

2. ALL HOT MIX ASPHALT SHALL BE IN ACCORDANCE WITH SECTION 450 HOT

MIX ASPHALT PAVEMENT AND SECTION M3 ASPHALTIC MATERIALS LATEST

EDITION.

PAVEMENT NOTES:

BELMONT COMMUNITY PATH - PARALLEL WITH RAIL ROAD

STA 905+70 TO 911+13.75 (CLARK ST SPUR TO BELMONT STATION)

STA 916+11 TO 931+42 (#7 CHANNING ROAD TO ALEXANDER AVE)

STA 936+50 TO 956+01.73 (ALEXANDER AVE TO #40 BRIGHTON ST)

*0.5%± TOLERANCE FOR CONSTRUCTION

CH

AN

NIN

G R

OA

D A

BU

TT

ER

S

MB

TA

LA

YO

UT

MB

TA

LA

YO

UT

MB

TA

LA

YO

UT

A

CT

IV

E R

AIL R

OA

D

MBTA

TRACKS

12.00'

TRAIL

2.00'

SHOULDER

1.50%*

EXIST GROUND

PROP LOAM & SEED

PROP HMA SHARED

USE PATH

PROP LOAM & SEED

PROP 8" SUBDRAIN

1

2 MAX

PROP TIMBER

RAILING AND CHAIN

LINK FENCE

EXISTING VEGETATION

4.00'

SHOULDER

1.50%*

PROP HMA SHARED

USE PATH

PROP 8" SUBDRAIN

10.00' TRAIL

3.00'

SHOULDER

PROP CLF MOUNTED

ON RETAINING WALL

2.00'

SHOULDER

PROP RETAINING WALL

(HEIGHT VARIES 0'-25')

EXIST GROUND

EXIST CHAIN LINK

FENCE

MBTA

TRACKS

MB

TA

LA

YO

UT

MB

TA

LA

YO

UT

MB

TA

LA

YO

UT

A

CT

IV

E R

AIL R

OA

D

PROP LOAM & SEED

CLARK STREET SPUR

STA 100+00 TO 106+00


TO

WN

LA

YO

UT

- P

LE

AS

AN

T S

T

1

2 MAX

PROP 6"

DEPTH SWALE

10.00'

MINIMUM SETBACK

(MBTA REQUIREMENT)

MEET EXIST

EXIST

GROUND

1.50'

ORDINARY BORROW

OR SUITABLE BACKFILL

PROP LOAM & SEED

PLEASANT

STREET

PROP PERM

EASEMENT

10.00'

MINIMUM SETBACK

(MBTA REQUIREMENT)

MEET EXIST

PROP 6"

DEPTH SWALE

MEET EXIST

APPROX LIMIT OF CLEARING AND GRUBBING

VARIES

RETAIN

EXIST FENCE

EXISTING DWELLINGS

12.00'

TRAIL

2.00'

SHOULDER

1.50%*

FUTURE BELMONT

COMMUNITY PATH

4.00'

SHOULDER

BELMONT CITIZENS FORUM PROPERTY

MAINTAIN EXISTING VEGETATION

PR

OP

T

EM

P E

AS

EM

EN

T

PR

OP

ER

TY

LIN

E

TYPICAL SECTIONS & PAVEMENT NOTES

4

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(T

YP

SE

CT

).D

WG

Ju

l-2

0 2

:4

3 P

MP

lo

tte

d o

n


12.00'

TRAIL

2.00'

SHOULDER

1.50%*

PROP LOAM & SEED

10% MAX GRADE

PROP HMA SHARED

USE PATH

PROP LOAM & SEED

VARIES

3.00' MIN

SHOULDER

MBTA

TRACKS

BELMONT STATION

PLATFORM

PROP METAL RAILING

BELMONT COMMUNITY PATH - BELMONT STATION

STA 911+13.75 TO 914+50


TIMBER RAILING STA 913+13 TO 915+50

10.00'

MINIMUM SETBACK

(MBTA REQUIREMENT)

MEET EXIST EXIST GROUND

1.50%*

EXISTING

STONE WALL

MEET STONE WALL

PROP HMA SHARED

USE PATH

10.00'

PATH TO CONCORD AVE

1.00'

MIN

SHOULDER

PROP LOAM & SEED

2:1 MAX SLOPE

BELMONT COMMUNITY PATH - CONCORD AVE BRIDGE

STA 914+50 TO 915+15


BELMONT COMMUNITY PATH - #7 CHANNING ROAD

STA 915+50 TO 916+11


MBTA

TRACKS

10.00'

MINIMUM SETBACK

(MBTA REQUIREMENT)

12.00'

TRAIL

1.50%*

1

2 MAX

MEET EXIST

PROP LOAM & SEED

EXISTING BRIDGE

RETAIN EXISTING RAILING

PROP LOAM & SEED

4.00'

SHOULDER

PROP TIMBER

RAILING& CHAIN

LINK FENCE

PROP HMA SHARED

USE PATH

2.00'

SHOULDER

12.00'

TRAIL

1.50%*

MEET EXIST

EXISTING RETAINING WALL

PROP LOAM & SEED

4.00'

SHOULDER

PROP TIMBER

RAILING

PROP HMA SHARED

USE PATH

2.00'

SHOULDER

MEET EXIST

PROP LOAM & SEED

PROP MODIFIED ROCKFILL SLOPE

2:1 MAX SLOPE

MBTA

TRACKS

TO

W N

O

F B

ELM

ON

T

MB

TA

LA

YO

UT

#7 C

HA

NN

GIN

G R

OA

D

MB

TA

LA

YO

UT

EXISTING PARKING LOT

#7 CHANNING ROAD

EXISTING

SIDEWALK

PLEASANT

STREET

EXISTING

SIDEWALK

PROP TIMBER

RAILING AND CHAIN

LINK FENCE

PROP TIMBER

RAILING AND CHAIN

LINK FENCE

PROP TIMBER

RAILING AND CHAIN

LINK FENCE

10.00'

MINIMUM

SETBACK

(MBTA

REQUIREMENT)


5

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(T

YP

SE

CT

).D

WG

Ju

l-2

0 2

:4

3 P

MP

lo

tte

d o

n


BELMONT COMMUNITY PATH

STA 930+00 TO 931+42

STA 935+00 TO 936+50


15.00' OFFSET

10.00' MIN

OFFSET

(MBTA REQUIREMENT)

12.00'

TRAIL

1.50%*

4.00'

SHOULDER

PROP HMA SHARED

USE PATH

2.00'

SHOULDER

PROP TIMBER

RAILING/CHAIN

LINK FENCING

PROP 8" SUBDRAIN

PROP 6"

DEPTH SWALE

PROP LOAM

&SEED

PROP LOAM & SEED

1

2 MAX

1

2 MAX

MEET EXIST

MEET

EXIST

E

X

I

S

T

G

R

O

U

N

D

PROP CLF

15.00' OFFSET

10.00' MIN

OFFSET

(MBTA REQUIREMENT)

MEET EXIST

12.00'

TRAIL

1.50%*

1.00'

SHOULDER

PROP HMA SHARED

USE PATH

2.00'

SHOULDER

PROP LOAM

&SEED

PROP LOAM & SEED

1

2 MAX

PROP CLF

PROP LOAM

&SEED

MEET EXIST

1

2 MAX

PROP CLF

MOUNTED ON

RETAINING WALL

PROPOSED RETAINING WALL


PROP 8" SUBDRAIN

PROP 6"

DEPTH SWALE

5.00' MIN

OFFSET


STA 931+42 TO 932+00

STA 934+10 TO 935+00


MBTA

TRACKS

MBTA

TRACKS

BE

LM

ON

T C

IT

IZ

EN

S F

OR

UM

CH

AN

NIN

G R

OA

D A

BU

TT

ER

S

BE

LM

ON

T C

IT

IZ

EN

S F

OR

UM

MB

TA

LA

YO

UT

BE

LM

ON

T C

IT

IZ

EN

S F

OR

UM

CH

AN

NIN

G R

OA

D A

BU

TT

ER

S

BE

LM

ON

T C

IT

IZ

EN

S F

OR

UM

MB

TA

LA

YO

UT

VARIES

RETAIN

EXIST FENCE

EXISTING DWELLINGS

VARIES

RETAIN

EXIST FENCE

EXISTING DWELLINGS

9.00'

MIN

1.83%*

PRE-CAST CEMENT

CONCRETE BOX CULVERT

JACKED UNDER RAILRAOD TRACKS

3.00' MIN COVER

5.00' MAX COVER

RETAIN EXIST

EMBANKEMENT UNDER

RAILROAD TRACKS

ALEXANDER AVENUE

UNDERPASS

9.00'

MIN

1.83%*

PRE-CAST CEMENT



3.00' MIN COVER

5.00' MAX COVER

RETAIN EXIST

EMBANKEMENT UNDER

RAILROAD TRACKS

ALEXANDER AVENUE

UNDERPASS


6

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(T

YP

SE

CT

).D

WG

Ju

l-2

0 2

:4

3 P

MP

lo

tte

d o

n



STA 931+42 TO 934+10


12.00'

TRAIL

1.50%*

1.00'

SHOULDER

PROP HMA SHARED

USE PATH

2.00'

SHOULDER

PROP LOAM

&SEED

PROP LOAM & SEED

PROP CLF

MOUNTED ON

RETAINING WALL

PROP LOAM

&SEED

MEET EXIST

1

2 MAX

PROP CLF

MOUNTED ON

RETAINING WALL

PROPOSED FIELD STONE MASONRY

RETAINING WALL


PROP 8" SUBDRAIN

PROP 6"

DEPTH SWALE

5.00' MIN

OFFSET

EXISTING ELECTRICAL

PAD/BOX

PROPOSED RETAINING WALL


15.00' OFFSET

10.00' MIN

OFFSET

(MBTA REQUIREMENT)

MBTA

TRACKS

BE

LM

ON

T C

IT

IZ

EN

S F

OR

UM

MB

TA

LA

YO

UT

5.00' MIN

OFFSET

BE

LM

ON

T C

IT

IZ

EN

S F

OR

UM

CH

AN

NIN

G R

OA

D A

BU

TT

ER

S

ALEXANDER AVENUE SPUR - UNDERPASS SECTION


10.00'

9.00'

MIN

1.50%*

PROP HMA SHARED

USE PATH

GRAVEL BORROW

TYPE, b

PROPOSED CONCRETE

WINGWALLS

HEIGHT VARIES 0'-14'

PROPOSED CONCRETE

WINGWALLS

HEIGHT VARIES 0'-14'

PRE-CAST CEMENT



3.00' MIN COVER

5.00' MAX COVER

EXIST MBTA RAILROAD

RETAIN EXIST

EMBANKEMENT UNDER

RAILROAD TRACKS

1

2 MAX

VARIES

RETAIN

EXIST FENCE

EXISTING DWELLINGS

9.00'

MIN

1.83%*

PRE-CAST CEMENT



3.00' MIN COVER

5.00' MAX COVER

RETAIN EXIST

EMBANKEMENT UNDER

RAILROAD TRACKS

ALEXANDER AVENUE

UNDERPASS

ALEXANDER AVENUE SPUR


10.00'

ALEXANDER AVE

SPUR

1.50%*

VARIES

2.00' MIN

SHOULDER

PROP HMA SHARED

USE PATH

VARIES

2.00' MIN

SHOULDER

PROP LOAM

& SEED

PROP LOAM

&SEED

MEET EXIST

1

2 MAX

PROP CLF

MOUNTED ON

RETAINING WALL


RETAINING WALL


5.00' MIN

OFFSET

5.00' MIN

OFFSET

BE

LM

ON

T C

IT

IZ

EN

S F

OR

UM

#159 A

LE

XA

ND

ER

A

VE

EXIST

GROUND

PROP LOAM

&SEED

MEET EXIST

1

2 MAX

PROP CLF

MOUNTED ON

RETAINING WALL


RETAINING WALL


5.00' MIN

OFFSET

5.00' MIN

OFFSET

BE

LM

ON

T C

IT

IZ

EN

S F

OR

UM

#145 C

HA

NN

IG

N R

OA

D

PROP LOAM

& SEED


7

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(T

YP

SE

CT

).D

WG

Ju

l-2

0 2

:4

3 P

MP

lo

tte

d o

n


10.00'

TRAIL

BELMONT COMMUNITY PATH - 40 BELMONT STREET ABUTTING BUILDING

STA 956+01.73 TO 956+89.10


40-42 B

RIG

HT

ON

ST

RE

ET

EXIST GROUND

40 BRIGHTON STREET

EXISTING BUILDING

MEET EXISTING

BUILDING FACE

1.50%*

MB

TA

LA

YO

UT

A

CT

IV

E R

AIL R

OA

D

PROP 8' HIGH CLF WITH

BARRIER WALL

1.00' SHOULDER

1

2 MAX

MBTA

TRACKS

10'.00 MIN

SETBACK

(MBTA REQUIREMENT)

PROP HMA SHARED

USE PATH

PROP 8" DRAIN

10.00'

TRAIL

1.50%*

1.00' SHOULDER

1

2 MAX

MBTA

TRACKS

10'.00 MIN

SETBACK

(MBTA REQUIREMENT)

1.50'

PROP HMA SHARED

USE PATH

PROP 8" SUBDRAIN

1.00' SHOULDER

PROP TIMBER RAIL

PROP GRAN CURB

TYPE VA4

BELMONT COMMUNITY PATH - 40 BELMONT STREET ABUTTING PARKING

STA 956+89.10 TO 959+64.88


EXIST GROUND

1.00'

PAVED

SHOULDER

PROP LOAM

& SEED

MEET

EXIST

PROP LOAM

& SEED

MEET

EXIST

PARALLEL

PARKING STALLS

SAWCUT

MEET EXIST

PROP HMA DRIVEWAY

PROP LOAM

& SEED

EXIST PAVEMENT

40-42 B

RIG

HT

ON

ST

RE

ET

MB

TA

LA

YO

UT

A

CT

IV

E R

AIL R

OA

D

EXIST 13'

PATH EASEMENT

EXIST 13'

PATH EASEMENT

PROP PERM

EASEMENT

PROP PERM

EASEMENT

PROP 8' HIGH CLF WITH

BARRIER WALL


8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(T

YP

SE

CT

).D

WG

Ju

l-2

0 2

:4

3 P

MP

lo

tte

d o

n


N

20

SCALE: 1" = 20'

0 50 100

PL

EA

SA

NT

ST

RE

ET

CL

AR

K

ST

RE

ET

MBTA FITCHBURG LINE

901

902

903

904

9

0

5

PC

+60.2

8

PC

C +

55.7

1

900+

00

101

102

103

1

0

4

1

0

5

PC

+13.4

4

PC

+88.8

4

PT

+39.8

5

PC

C +

12.6

9

PCC +15.70

P

R

C

+

2

3

.3

8

100+

00

X

+11.63 BEGIN RET WALL

X

LIMIT OF PAVING

STA 905+70

N2969295.4794

E742960.9298

X

PROJECT BEGIN

STA 100+00

N2968924.9114

E742593.7506

FUTURE EXTENSION OF


PROP 10' HMA

SHARED-USE

PATH

PROP LOAM & SEED

SHOULDER

X

+70.00 BEGIN CLF &

TIMBER RAIL

RET EXIST

PEDESTRIAN

BRIDGE

R&D 20'

OF EXIST CLF

RET EXIST CLF

RET EXIST CLF

REM EXIST CONC SIDEWALK

R&D GRAN CURB

PROP CLF

MOUNTED ON RETAINING WALL

RET EXIST CLF

RET EXIST GUARDRAIL

RET EXIST SIDEWALK

PROP LOAM

& SEED

PROPOSED RETAINING WALL #1

RET TREE

CLA

RK

ST

SP

UR

CO

NS

T B

L

C

L

A

R

K

S

T

S

P

U

R

C

O

N

S

T

B

L

BE

LM

ON

T C

OM

MU

NIT

Y

PA

TH

CO

NS

T B

L

#722

PROP CEM

CONC WALK

MEET EX CURB

SAWCUT

MEET EX WALK

R&D GRAN CURB

MEET EXIST BRIDGE

MEET EX CURB

SAWCUT

MEET EX WALK

PROP LOAM & SEED

PROP LOAM & SEED

APPROX LIMIT OF

GRADING (TYP)PROP LOAM

& SEED

RET TREES

PROP LOAM

& SEED

MBTA LAYOUT

MBTA LAYOUT

PROP PERM

EASEMENT

PROPERTY LINE

EXIST TOWN LAYOUT

PROP TEMP

EASEMENT

PROP RAISED

GRANITE PLANTER

PROP GRAN CURB

R&D GUARD RAIL

RET GUARD RAIL

PROP CLF

MOUNTED ON RETAINING WALL

APPROX LIMIT OF

GRADING (TYP)

10.0'

2.0'

3.0'

PROP GRASS

SWALE

PROP RET WALL #2

PROP TIMBER RAIL

BEGIN HMA SHARED USE PATH

NAVD 88

BASE ELEV

45.00

50

60

70

80

45

50

60

70

80

70.56

69.02

101+00

66.78

64.53

102+00

62.28

60.03

103+00

57.78

55.54

104+00

53.29

51.04

105+00

49.14

47.82

106+00101+00 102+00 103+00 104+00 105+00 106+00

PVI STA = 100+75.00

PVI ELEV = 70.15

A.D. = -2.85%

K = 21.05

60' VC

PV

C: 100+

45

ELE

V: 70.65

PV

T: 101+

05

ELE

V: 68.80

408.6' SSD

PVI STA = 105+44.13

PVI ELEV = 49.05

A.D. = 2.29%

K = 43.50

100' VC

PV

C: 104+

94.31

ELE

V: 51.29

PV

T: 105+

93.95

ELE

V: 47.95

576.1' HSD

EXIST GROUND

CLARK STREET

PEDESTRIAN

BRIDGE

+85 +14

PROP PATH

EX

IS

T E

LE

V

PR

OP

E

LE

V

-1.6

5%

-4

.5

0

%

PROP PATH MEET EXIST

STA 100+00

ELEV 71.39

MEET PROP BELMONT

COMMUNITY PATH

STA 106+00

ELEV 47.82

HIGHWAY GUARD DETAILS

NONE


NONE

WATER SUPPLY ALTERATIONS

NONE

DRAINAGE DETAILS

SEE SHEET 25

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

0

PLAN AND PROFILE

9

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20


GR

AD

E B

RE

AK

S

TA

=

905+

70.00

ELE

V =

47.40

GR

AD

E B

RE

AK

S

TA

=

907+

81.69

ELE

V =

47.16

GR

AD

E B

RE

AK

S

TA

=

909+

54.44

ELE

V =

44.69

NAVD 88

BASE ELEV

40.00

50

60

40

50

60

EXIST GROUND

MEET EXIST

47.37

906+00

47.31

47.25

907+00

47.20

46.90

908+00

46.18

45.47

909+00

44.76

44.70

910+00

44.70

-0.11%

-1.4

3%

0.01%

906+00 907+00 908+00 909+00 910+00

EX

IS

T E

LE

V

PR

OP

E

LE

V

PROP PATH

CLARK ST

SPUR BASELINE

+15 +25

D

20

SCALE: 1" = 20'

0 50 100

MBTA

FITCHB

URG LIN

E

906

907

908

909

9

1

0

911

P

C

+

13.75

P

T

+

82.91

1

0

5

P

C

+

8

8

.

8

4

PT +99.65

PCC +15.70

PCC +51.84

106+

00

1

1

P

C

+

7

1

.

5

5

P

C

+

2

5

.

1

0

P

T

+

8

7

.

2

6

1

0

+

0

0

X

+80.27 END RET WALL#1

PROP 12'

HMA SHARED-USE

PATH

PROP LOAM & SEED

SHOULDER

X

906+20 BELMONT COMMUNITY PATH=

106+00.00 CLARK ST SPUR

PROP CLF

MOUNTED ON

RET WALL

X

LIMIT OF PAVING

STA 905+70

N2969295.4794

E742960.9298

FUTURE EXTENSION OF


X

+70.00 BEGIN CLF &

TIMBER RAIL

PROP 10' HMA SHARED-USE

PATH

1

0

.

0

'

C

O

N

C

O

R

D

A

V

E

N

U

E

PROP TIMBER RAIL

& CLF

PROP 12' HMA

SHARED-USE

PATH

PROP TIMBER

RAIL AT END

OF PATH

LIMIT OF BVW

LIMIT OF 100' BUFFER TO BVW

C

L

A

R

K

S

T

S

P

U

R

C

O

N

S

T

B

L

BE

LM

ON

T C

OM

MU

NIT

Y

PA

TH

CO

NS

T B

L

#460

#692

#710

#450

APPROX LIMIT OF

GRADING (TYP)

MBTA LAYOUT

MBTA LAYOUT

PROP PERM

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

"PATH ENDS"

PAVEMENT MARKINGS

"PATH ENDS AHEAD"

SIGNAGE & MARKINGS

APPROX LIMIT OF

GRADING (TYP)


PROP LOAM

& SEED

PROP LOAM

& SEED


12.0'

4.0'

2.0'

PROP GRASS SWALE

N


NONE


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 25

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

1

PLAN AND PROFILE

10

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 9


D

20

SCALE: 1" = 20'

0 50 100

1

0

0

BELMONT STATION

CO

NC

OR

D

AV

EN

UE

C

O

N

C

O

R

D

A

V

E

N

U

E

MBTA FITCHBURG LINE

9

1

1

912

913

914

915

916

917

P

C

+

1

3

.7

5

P

C

+

13.02

PC +03.74

P

C

+

7

3

.8

0

PC +49.37

PC +88.08

P

T +

58.52

PT +82.88

P

T

+

2

9

.6

1

PT +99.67

PT

+61.7

8

11

12

PC

+

71.55

PC +25.10

P

C

+

05.29

PT +87.26

P

T +

51.01

PT +21.00

10+

00

12+

25

PROP 12' HMA

SHARED-USE PATH

12.0'

PROP LOAM & SEED

SHOULDER

PROP TIMBER

RAIL & CLF

PROP CLEAR

AND GRUBBING

X

+45.31 END RET WALL

X

+99.09 BEGIN

RET WALL

MEET AND MATCH

TOP OF STAIRS

RET METAL RAIL

BELMONT COMMUNITY

PATH CONST B

L

CONCORD AVE SPUR CONST B

L

#7

#19

PROP LOAM

& SEED

PROP LOAM

& SEED

PROP LOAM

& SEED

APPROX LIMIT OF

GRADING (TYP)

RET GRAN

CURB

RET

STAIRS

RET EXIST BRIDGE

RAILING

RET EXIST WALL

AND FENCE

MBTA LAYOUT

MBTA LAYOUT

TOWN LAYOUT

PROP PERM

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP GRAN CRUB

PROP CEM CONC

SW

R&D GRAN CURB

REM

STONE

WALL

REM

CURB

RET GRAN

CURB

WCR#1

WCR#2

X

12+25 CONCORD AVE SPUR=

912+35.77 BELMONT COMMUNITY PATH

RET WALL

PROP CLF MOUNTED

AGAINST WALL

MEET EXIST CURB

RET

WALK

RET EXIST

PLATFORM

RET EXIST TUNNEL (BELOW)

PROP LOAM

& SEED

PROP HMA WALK

MEET EXIST

PLATFORM

PROP HMA

WALK

R&D EX CURB

PROP 10' HMA

SHARED-USE PATH

RET TREE

RET EXIST LOT

PROP MOD

ROCKFILL SLOPE

APPROX LIMIT OF

GRADING (TYP)

4.0'

2.0'

10.0'

MEET EXIST BLDG ELEV

APPROX LIMIT OF

GRADING (TYP)

RET FENCE

3.0'

PROP TIMBER RAIL & CLF

PROP TIMBER RAIL

10' MIN CLEARANCE

FROM TRACKS

(MBTA REQUIREMENT)

NAVD 88

BASE ELEV

25.00

30

40

50

25

30

40

50

-0.76%

39.86

39.49

918+00

39.11

38.73

919+00

38.35

37.97

920+00

37.59

37.21

921+00

36.83

36.46

922+00

36.08

918+00 919+00 920+00 921+00 922+00

EX

IS

T E

LE

V

PR

OP

E

LE

V

EXIST GROUND

PROP PATH


NONE


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 26

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

0

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

2

PLAN AND PROFILE

11

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

N


NAVD 88

BASE ELEV

25.00

30

40

50

25

30

40

50

-0.76%

39.86

39.49

918+00

39.11

38.73

919+00

38.35

37.97

920+00

37.59

37.21

921+00

36.83

36.46

922+00

36.08

918+00 919+00 920+00 921+00 922+00

EX

IS

T E

LE

V

PR

OP

E

LE

V

EXIST GROUND

PROP PATH

20

SCALE: 1" = 20'

0 50 100

MBTA FITCHBURG LINE

916

917

918

919

920

921

922

PC +49.37

PC +88.08

PT +99.67

PT

+61.7

8

PT +12.85

PROP 12' HMA

SHARED-USE PATH

PROP LOAM & SEED

SHOULDER

PROP TIMBER RAIL

& 8' CLF (TYP)

PROP CLEARING

AND GRUBBING

PROP CLEAR

AND GRUBBING

BELMONT COMMUNITY

PATH CONST B

L

#19

#23-25

#29

#31-33 #35 #39 #45-47 #49-51 #53

#57-59

#61-63

PROP LOAM

& SEED

PROP LOAM

& SEED

APPROX LIMIT OF

GRADING (TYP)

MBTA LAYOUT

MBTA LAYOUT

BELMONT CITIZENS FORUM


PROP PERM

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

MEET EXIST BLDG ELEV

APPROX LIMIT OF

GRADING (TYP)

RET FENCE

RET FENCE

APPROX LIMIT OF

GRADING (TYP)

12.0'

4.0'

2.0'

10' MIN CLEARANCE

FROM TRACKS

(MBTA REQUIREMENT)

APPROX 16.5' CLEARANCE

FROM TRACKS


NONE


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 26

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

1

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

3

PLAN AND PROFILE

12

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

N


20

SCALE: 1" = 20'

0 50 100

MBTA FITCHBURG LINE

922

923

924

925

926

927

PC +61.02

PC

+11.2

9

PT

+88.4

1

PT +38.68

PROP 12' HMA

SHARED-USE PATH

PROP LOAM & SEED

SHOULDER

BELMONT COMMUNITY

PATH CONST B

L

#57-59

#61-63

#65-67

#69-71

#73-75#77

#83 #87 #91

#97#101

MBTA LAYOUT

MBTA LAYOUT

MBTA LAYOUT


PROP PERM

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP LOAM

& SEED

PROP LOAM

& SEED

APPROX LIMIT OF

GRADING (TYP)

PROP TIMBER RAIL

& 8' CLF (TYP)

PROP TIMBER RAIL & 8' CLF (TYP)

12.0'

4.0'

2.0'

APPROX LIMIT OF

GRADING (TYP)

PROP GRASS

SWALE

PROP LOAM

& SEED

PROP LOAM

& SEED

APPROX LIMIT OF

GRADING (TYP)


FROM TRACKS

NAVD 88

BASE ELEV

20.00

30

40

50

20

30

40

50

PVI STA = 926+80.00

PVI ELEV = 32.82

A.D. = -2.02%

K = 29.72

60' VC

PV

C: 926+

50

ELE

V: 33.05

PV

T: 927+

10

ELE

V: 31.99

564.5' SSD

36.08

35.70

923+00

35.32

34.94

924+00

34.56

34.18

925+00

33.80

33.42

926+00

33.05

32.25

927+00

30.88

923+00 924+00 925+00 926+00 927+00

EX

IS

T E

LE

V

PR

OP

E

LE

V

EXIST GROUND

PROP PATH


NONE


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 27

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

2

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

4

PLAN AND PROFILE

13

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

N


NAVD 88

BASE ELEV

15.00

20

30

40

15

20

30

40

PVI STA = 926+80.00

PVI ELEV = 32.82

A.D. = -2.02%

K = 29.72

60' VC

PV

C: 9

26

+5

0

EL

EV

: 3

3.0

5

PV

T: 9

27

+1

0

EL

EV

: 3

1.9

9

564.5' SSD

-2.78%

33

.0

5

32

.2

5

927+00

30

.8

8

29

.4

9

928+00

28

.1

0

26

.7

1

929+00

25

.3

2

23

.9

3

930+00

22

.5

5

21

.1

6

931+00

19

.7

7

927+00 928+00 929+00 930+00 931+00

EX

IS

T E

LE

V

PR

OP

E

LE

V

EXIST GROUND

PROP PATH

20

SCALE: 1" = 20'

0 50 100

MBTA FITCHBURG LINE

925

926

927

928

929

930

931

PC +61.02

PC

+11.2

9

PC +23.35

PT

+88.4

1

PT +38.68

P

T

+

68.56

PROP 12' HMA

SHARED-USE PATH

PROP LOAM & SEED

SHOULDER

BELMONT COMMUNITY

PATH CONST B

L

#83 #87 #91

#97#101

#105

#111 #115 #119

#125

#145

(ALEXANDER AVE)

MBTA LAYOUT

MBTA LAYOUT


PROP PERM

EASEMENTPROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP LOAM

& SEED

PROP LOAM

& SEED


APPROX LIMIT OF

GRADING (TYP)

APPROX LIMIT OF

GRADING (TYP)

12

.0

'

4.0

'2

.0

'

PROP GRASS

SWALE

PROP GRASS

SWALE


FROM TRACKS


FROM TRACKS

PROP PERM

EASEMENT


NONE


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 27

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

3

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

6

PLAN AND PROFILE

14

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

5

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

N


D

D

20

SCALE: 1" = 20'

0 50 100

CHANNING ROAD

A

L

E

X

A

N

D

E

R

A

V

E

N

U

E

MBTA FITCHBURG LINE

R2

R2

R1

P1

P1

5

0

1

5

0

2

5

0

3

5

0

4

PC

+

12.36

P

C

+

3

4

.

6

8

PC

+

76.22

P

C

+

3

9

.

4

2

P

C

+

7

3

.

1

8

PC +13.79

P

T

+

2

7

.

0

4

P

T

+

0

5

.

6

1

P

T

+

0

7

.

5

5

PT +92.95

PT +89.85

PT

+

35.31

500+

00

930

931

932933

934

935

PC +23.35

P

C

+

56.48

PC +61.41

P

T

+

68.56

PT +01.70

PT +94.28

PROP 12' HMA

SHARED-USE PATH

PROP LOAM &

SEED SHOULDER

PROP CLF

MOUNTED ON RET WALL

(TYP)

PROP CLEAR

AND GRUBBING

PROP UNDERPASS

SEE STRUCTURAL DETAILS

X

+00.00 BEGIN RET WALL#4

X


X

933+50.26 BELMONT COMMUNITY PATH=

502+02.15 ALEXANDER AVE SPUR

REM EXIST FENCE

ALEXANDER AVE SPUR CONST B

L

#119

#125

#145

(ALEXANDER AVE)

#159

(ALEXANDER AVE)

#145

#153

#159

MBTA LAYOUT

MBTA LAYOUT

MBTA LAYOUT

MBTA LAYOUT

BELMONT

CITIZENS FORUM

PROP PERM

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP LOAM

& SEED

PROP LOAM

& SEED

PROP LOAM

& SEED

PROP SAWCUT

MEET AND MATCH

EXIST PAVEMENT

X


X


PROP 10' HMA

SHARED-USE PATH

1

0

.

0

'

APPROX LIMIT OF

GRADING (TYP)

RET MBTA

SIGNAL EQUIPMENT

ON CONC PAD

12.0'4

.0'

2.0'

12.0'

1.0'

3.0'

PROP CLF

MOUNTED ON WALL

1.0'

2.0'

PROP GRASS SWALE

PROP GRASS SWALE

REM 12" TREE

PROP LOAM

& SEED

PROP LOAM

& SEED

APPROX LIMIT OF

GRADING (TYP)APPROX LIMIT OF

CLEAR AND GRUBBING (TYP)

RET SHED

PROP STAMPED

PAVEMENT

PROP LANDSCAPED

CENTRAL ISLAND

PROP STAMPED

PAVEMENT

R&R FENCE IN PLACE

APPROX LIMIT OF

GRADING (TYP)

BELMONT MIDDLE AND HIGH SCHOOL

PROP LOAM

& SEED

PROP LOAM

& SEED

PROP CLF

MOUNTED ON RET WALL

(TYP)

X

+00.23 END RET WALL

X

+00.00 END RET WALL

PROP 10' HMA

SHARED-USE PATH

10.0

'

PROP LOAM &

SEED SHOULDER

3

.0

'

3

.0

'

X


PROP CLF & TIMBER RAIL

PROP CLF

PROP CLF

MOUNTED ON

RET WALL (TYP)

PROP CLF

MOUNTED ON WALLAPPROX 21.5' CLEARANCE

FROM TRACKS

PROP PERM

EASEMENT


NONE

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

4


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 28

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

7

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

PLAN AND PROFILE

15

CONTINUED ON

SHEET 22

SEE SHEETS 16 & 23 FOR PROFILES

N


NAVD 88

BASE ELEV

10.00

20

30

40

10

20

30

40

931+00 932+00

26.21

26.79

933+00

26.19

28.09

934+00

27.60

26.78

935+00

27.82

931+00 932+00 933+00 934+00 935+00

PVI STA = 933+00.00

PVI ELEV = 15.61

A.D. = 1.28%

K = 47.01

60' VC

PV

C: 932+

70

ELE

V: 16.44

PV

T: 933+

30

ELE

V: 15.16

???' HSD

PVI STA = 934+15.00

PVI ELEV = 13.88

A.D. = 4.21%

K = 14.24

60' VC

PV

C: 933+

85

ELE

V: 14.33

PV

T: 934+

45

ELE

V: 14.69

132.2' HSD

LOW POINT ELEV = 14.17

LOW POINT STA = 934+06.36

EXIST GROUND

PROP PATH


NONE

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

4


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 28

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

7

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

PLAN AND PROFILE

16

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20


20

SCALE: 1" = 20'

0 50 100

MBTA FITCHBURG LINE

935

936

937

938

939

940

941

PC

+44.2

9 PT +77.16

PT +94.28

PROP TIMBER RAIL

& 8' CLF (TYP)

X

+00.85 END RET WALL #5

PROP 12' HMA

SHARED-USE PATH

PROP LOAM &

SEED SHOULDER

PROP CLEAR

AND GRUBBING

BELMONT COMMUNITY

PATH CONST B

L

#159

#167#175

#181 #187#193

#199#203

MBTA LAYOUT

MBTA LAYOUT

MBTA LAYOUT

MBTA LAYOUT


PROP PERM

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP LOAM

AND SEED

PROP LOAM

AND SEED

APPROX LIMIT OF

GRADING (TYP)

RET EXIST FENCE

RET EXIST

FENCE

PROP GRASS

SWALE

12.0'

4.0'

2.0'

PROP LOAM

AND SEED

APPROX LIMIT OF

GRADING (TYP)

PROP LOAM

AND SEED

APPROX LIMIT OF

GRADING (TYP)

4.0'

1.0'

APPROX 22' CLEARANCE

FROM TRACKS

NAVD 88

BASE ELEV

10.00

20

30

40

10

20

30

40

PVI STA = 938+44.97

PVI ELEV = 25.55

A.D. = -3.52%

K = 28.44

100' VC

PV

C: 937+

94.97

ELE

V: 24.19

PV

T: 938+

94.97

ELE

V: 25.15

357.0' SSD

HIGH POINT ELEV = 25.24

HIGH POINT STA = 938+72.17

2.71%

17.54

18.90

936+00

20.26

21.62

937+00

22.97

24.32

938+00

25.15

25.11

939+00

24.71

24.31

940+00

23.91

936+00 937+00 938+00 939+00 940+00

EX

IS

T E

LE

V

PR

OP

E

LE

V

EXIST GROUND

PROP PATH


NONE


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 29

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

5

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

8

PLAN AND PROFILE

17

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

6

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

8

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

N


NAVD 88

BASE ELEV

5.00

10

20

30

5

10

20

30

GR

AD

E B

RE

AK

S

TA

=

946+

79.97

ELE

V =

18.86

-0.80%

23.10

22.70

942+00

22.30

21.90

943+00

21.50

21.10

944+00

20.70

20.30

945+00

19.90

19.50

946+00

19.10

942+00 943+00 944+00 945+00 946+00

EX

IS

T E

LE

V

PR

OP

E

LE

V

EXIST GROUND

PROP PATH

20

SCALE: 1" = 20'

0 50 100

MBTA FITCHBURG LINE

941

942

943

944

945

946


PROP 12' HMA

SHARED-USE

PATH

PROP LOAM &

SEED SHOULDER

PROP CLEAR

AND GRUBBING

BELMONT COMMUNITY

PATH CONST B

L

#203

#209#215

#219#223

#229#235

#241

#247

MBTA LAYOUT

MBTA LAYOUT


PROP PERM

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP LOAM

AND SEED

PROP LOAM

AND SEED

APPROX LIMIT OF

GRADING (TYP)

RET EXIST FENCE

RET EXIST FENCE

PROP GRASS

SWALE

PROP LOAM

AND SEED

APPROX LIMIT OF

GRADING (TYP)

RET EXIST

FENCE

12.0'

4.0'

2.0'

PROP LOAM

AND SEED

APPROX LIMIT OF

GRADING (TYP)

APPROX LIMIT OF

GRADING (TYP)

RET EXIST FENCE

PROP CLEAR

AND GRUBBING


FROM TRACKS

N


NONE


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 29

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

7

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

9

PLAN AND PROFILE

18

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20


20

SCALE: 1" = 20'

0 50 100

MBTA FITCHBURG LINE

946

947

948

949

950

951

952


PROP 12' HMA

SHARED-USE

PATH

PROP LOAM &

SEED SHOULDER

PROP CLEARING

AND GRUBBING

PROP CLEARING

AND GRUBBING

PROP CLEARING

AND GRUBBING

BELMONT COMMUNITY

PATH CONST B

L

#241

#247

#253

#259

#265

#271

#277

#279

#285

#291

MBTA LAYOUT

MBTA LAYOUT


PROP PERM

EASEMENT

PROP PERM

EASEMENT

PROP TEMP

EASEMENT

APPROX LIMIT OF

GRADING (TYP)

PROP LOAM

AND SEED

PROP LOAM

AND SEED

RET EXIST FENCE

RET EXIST FENCE

RET EXIST FENCE

RET SHED

RET SHED

RET SHED

RET EXIST FENCE

PROP LOAM

AND SEED

APPROX LIMIT OF

GRADING (TYP)

RET SHED

12.0'

4.0'

2.0'

RET FENCE


FROM TRACKS

PROP TIMBER RAIL

AND 8' CLF

NAVD 88

BASE ELEV

5.00

10

20

30

5

10

20

30

GR

AD

E B

RE

AK

S

TA

=

946+

79.97

ELE

V =

18.86

GR

AD

E B

RE

AK

S

TA

=

951+

69.97

ELE

V =

14.84

-0.82%

19.10

18.69

947+00

18.28

17.87

948+00

17.46

17.05

949+00

16.64

16.23

950+00

15.82

15.41

951+00

15.00

947+00 948+00 949+00 950+00 951+00

EX

IS

T E

LE

V

PR

OP

E

LE

V

EXIST GROUND

PROP PATH


NONE

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

8


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 30

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 2

0

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

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60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

PLAN AND PROFILE

19

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

N


NAVD 88

BASE ELEV

0.00

10

20

30

0

10

20

30

PVI STA = 954+49.97

PVI ELEV = 13.20

A.D. = 2.14%

K = 37.36

80' VC

PV

C: 954+

09.97

ELE

V: 13.44

PV

T: 954+

89.97

ELE

V: 13.82

721.6' HSD



PVI STA = 955+79.97

PVI ELEV = 15.22

A.D. = -1.44%

K = 55.53

80' VC

PV

C: 955+

39.97

ELE

V: 14.60

PV

T: 956+

19.97

ELE

V: 15.27

789.1' SSD

PVI STA = 957+39.97

PVI ELEV = 15.41

A.D. = -1.25%

K = 63.94

80' VC

PV

C: 956+

99.97

ELE

V: 15.36

PV

T: 957+

79.97

ELE

V: 14.96

902.6' SSD



-0.58% 1.5

6%

0.12%

14.37

14.08

953+00

13.79

13.49

954+00

13.42

13.98

955+00

14.75

15.21

956+00

15.31

15.36

957+00

15.23

953+00 954+00 955+00 956+00 957+00

EX

IS

T E

LE

V

PR

OP

E

LE

V

EXIST GROUND

PROP PATH

20

SCALE: 1" = 20'

0 50 100

MBTA FITCHBURG LINE

951

952

9

5

3

954

955

956

957

PC +64.43

P

C

+

4

0

.2

5

P

T

+

9

9

.1

0

PT +74.90

PROP CLEARING

AND GRUBBING

PROP CLEARING

AND GRUBBING

PROP TIMBER RAIL

AND CLF/BARRIER WALL

PROP 12' HMA

SHARED-USE PATH

PROP LOAM &

SEED SHOULDER

REM BOLLARD

RET BOLLARD

RET METAL CONTAINERS

PROP GRAN CURB

TYPE VA4

PROP LOAM &

SEEDING

BELMONT COMMUNITY

PATH CONST B

L

#285

#291

#295

#301

#307

#315

#321

#40

MBTA LAYOUT

MBTA LAYOUT

MBTA LAYOUT

PROP PERM

EASEMENT

EXIST EASEMENT

FOR PATH

PROP PERM

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

APPROX LIMIT OF

GRADING (TYP)

RET FENCE

PROP GATE

PROP LOAM

AND SEED

PROP LOAM

AND SEED

12.0'

1.0'

1.0'

4

.0

'

2

.0

'

1

.0

'

RET FENCE

RET FENCE

RET SHED

APPROX LIMIT OF

GRADING (TYP)

11.0'

2.0'

MEET EXIST BLDG

RET PAD

PROP TIIMBER

RAIL


FROM TRACKS

10' MIN CLEARANCE

FROM TRACKS

(MBTA REQUIREMENT)

13' EASEMENT

13.8' FROM BLDG

PROP TIMBER RAIL

AND 8' CLF


NONE

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

9


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 30

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 2

1

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

PLAN AND PROFILE

20

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

N


D

D

20

SCALE: 1" = 20'

0 50 100

FITCHBURG CUTOFF

B

R

IG

H

T

O

N

S

T

R

E

E

T

MBTA FITCHBURG LINE

957

958

959

9

6

0

961

962

PC +54.64

PC +29.77

P

T

+

6

6

.9

0

PT +89.22

PRC +59.51

962+01.86

2

0

1

2

0

2

2

0

3

2

0

3

+

0

0

.0

4

PROP GRAN CURB

TYPE VA4

PROP LOAM &

SEEDING

PROP 10' HMA

SHARED-USE

PATH

PROP TIMBER RAIL

AND CLF/

BARRIER WALL

R&R GRAN CURB

PROP TIMBER RAIL

R&S LIGHT

REM SHRUB

R&S STONE WALL

RET RAIL ROAD

TRAFFIC SIGNAL (TYP)

PROP PED POST

AND FND (TYP)

PROP MAST ARM

AND FND (TYP)

PROP STAMPED ASPHALT



X

PROJECT END

STA 960+90

N2969512.9408

E748423.5107

MEET AND MATCH

EXIST SW

MEET AND MATCH

EXIST SW

MEET AND MATCH

EXIST SW

MEET AND MATCH

EXIST SW

R&R BOLLARD

RET BOLLARD

BELMONT COMMUNITY

PATH CONST B

L

#40

MBTA LAYOUT

MBTA LAYOUT

MBTA LAYOUT

MBTA LAYOUT

EXIST EASEMENT FOR PATH

PROP PERM

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

RET FENCE

RET FENCE

R&R GRAN

CURB

WCR#3

WCR#4

WCR#5

WCR#6

R&R GRAN

CURB

R&R GRAN

CURB

PROP LOAM &

SEEDING

RET

RET GRAN CURB

SAWCUT

APPROX LIMIT

OF GRADING (TYP)

SAWCUT

MEET EXIST PATH

RET GRAN CURB

RET WALL

RET


RET

FENCE

RET CEM CONC BARRIER

AND CLF

MBTA LAYOUT

X

LIMIT OF PAVING

STA 202+35

N2969569.2032

E748309.7397

X

LIMIT OF PAVING

STA 200+40

N2969379.6790

E748355.6263

SAWCUT

MEET AND MATCH

SAWCUT

MEET AND MATCH

SAWCUT

MEET AND MATCH

10.0'

R&S LIGHT

RET GRAN

CURB

RET GRAN

CURB

10' MIN CLEARANCE

FROM TRACKS

(MBTA REQUIREMENT)

13' EASEMENT

R&S PED RAIL

ROAD GATE

PROP PED RAIL

ROAD GATE

R&S PED RAIL

ROAD GATE

PROP PED RAIL

ROAD GATE

RET RAIL ROAD

TRAFFIC SIGNAL (TYP)

PROP GRAN

CURB (TYP)

NAVD 88

BASE ELEV

8.00

10

20

8

10

20

GR

AD

E B

RE

AK

S

TA

=

959+

64.82

ELE

V =

12.42

GR

AD

E B

RE

AK

S

TA

=

960+

89.22

ELE

V =

13.29

PVI STA = 957+39.97

PVI ELEV = 15.41

A.D. = -1.25%

K = 63.94

80' VC

PV

T: 957+

79.97

ELE

V: 14.96

902.6' SSD



PVI STA = 959+14.52

PVI ELEV = 13.43

A.D. = -0.86%

K = 62.45

54' VC

PV

C: 958+

87.52

ELE

V: 13.73

PV

T: 959+

41.52

ELE

V: 12.89

1275.0' SSD

1.12

%

-1.14%

-2.0

0%

-1.5

0%

1.00

%-1.00%

1.5

0%

15.23

14.73

958+00

14.16

13.58

959+00

12.72

12.36

960+00

12.85

961+00958+00 959+00 960+00 961+00

EX

IS

T E

LE

V

PR

OP

E

LE

V

EXIST GROUND

PROP PATH

MEET EXIST

BRIGHTON

STREET

+72+04


NONE

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 2

0


NONE


NONE

DRAINAGE DETAILS

SEE SHEET 31

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

PLAN AND PROFILE

21

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

N


ST

OP

ST

OP

R2

R2 R2

R2

R2

R2

R2

P1

P1

P1P1

P1

P1P1

P1

P2

505

506 507 508

5

0

9

5

1

0

P

I +

2

2

.3

0

PC +43.44

PC +87.87

PC +71.85

PT +70.83

PT +03.73

P

T

+

4

5

.

4

7

P

R

C

+

1

4

.

0

4

5

1

0

+

1

0

PROP TIMBER RAIL

SAWCUT

MEET AND MATCH

EXIST CEM CONC SW

PROP 10' HMA

SHARED-USE PATH

1

0

.0

'

PROP LOAM &

SEED SHOULDER

2.0'

2.0'

PROP 10' CEM CONC

SHARED-USE PATH

1

0

.

0

'

SAWCUT

MEET AND MATCH

EXIST CEM CONC SW

PROP CEM CONC SW

WCR#7

RET TREE

R&R GRAN CURB

RET GRAN CURB

R&R LIGHT

PROP LOAM AND SEED

RET LIGHT

RET LIGHT

RET LIGHT

BELMONT MIDDLE AND HIGH SCHOOL

C

O

N

C

O

R

D

A

V

E

N

U

E

20

SCALE: 1" = 20'

0 50 100

RET GRAN CURB

RET LIGHT

RET GRAN CURB

RET LIGHT


NONE

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

5


NONE


NONE

DRAINAGE DETAILS

NONE

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(C

ON

ST

-V

IE

W).D

WG

---- ----

Plo

tte

d o

n

PLAN AND PROFILE

22

SEE SHEETS 23 FOR PROFILES

N


BASE ELEV

-20

-10

0

10

20

30

40

21.39

500+00

20.08

18.09

501+00

16.13

14.92

502+00

14.01

13.26

503+00

14.06

15.44

504+00

16.22

16.45

505+00500+00 501+00 502+00 503+00 504+00 505+00

STIFF/VERY STIFF CLAY

VERY SOFT/SOFT CLAY

FILL

3-FOOT MIN COVER

OVER CULVERT

APPROX. GROUND WATER

ELEV = 6 - 9' ±

-2.0

0%

-4

.0

0

%

-1.8

3%

2.78%

0.45%

GR

AD

E B

RE

AK

S

TA

=

500+

00.00

ELE

V =

21.39

GR

AD

E B

RE

AK

S

TA

=

505+

20.18

ELE

V =

16.54

PVI STA = 500+35.00

PVI ELEV = 20.69

A.D. = -2.00%

K = 20.00

40' VC

PV

C: 500+

15

ELE

V: 21.09

PV

T: 500+

55

ELE

V: 19.89

559.6' SSD

PVI STA = 504+23.73

PVI ELEV = 16.10

A.D. = -2.32%

K = 25.81

60' VC

PV

C: 503+

93.73

ELE

V: 15.27

PV

T: 504+

53.73

ELE

V: 16.24

494.3' SSD

RAILROAD

TRACKS

3.00'

5.00'

EX

IS

T E

LE

V

PR

OP

E

LE

V

EXIST GROUND

PROP GROUND

CHANNING

ROAD

MEET & MATCH EXIST

BELMONT

COMMUNITY

PATH

PVI STA = 501+61.72

PVI ELEV = 15.62

A.D. = 2.17%

K = 23.00

50' VC

PV

C: 501+

36.72

ELE

V: 16.62

PV

T: 501+

86.72

ELE

V: 15.16

593.1' HSD

PVI STA = 503+09.26

PVI ELEV = 12.93

A.D. = 4.60%

K = 13.04

60' VC

PV

C: 502+

79.26

ELE

V: 13.47

PV

T: 503+

39.26

ELE

V: 13.76

118.3' HSD



BELMONT

MIDDLE AND

HIGH SCHOOL

MEET EXIST SIDEWALK

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

31

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D(P

RO

FIL

E).D

WG

---- ----

Plo

tte

d o

n

PROFILE ALEXANDER AVENUE

UNDERPASS

23

ALEXANDER AVENUE CONSTRUCTION BASELINE

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20


FITCHBURG CUTOFF

B

R

IG

H

T

O

N

S

T

R

E

E

T

MBTA FITCHBURG LINE

959

9

6

0

961

PC +54.64

P

T

+

6

6

.9

0

P

C

+

2

9

.7

7

P

R

C

+

5

9

.

5

1

PT +

89.2

2

2

0

1

2

0

2

2

0

3

2

0

0

+

0

0

2

0

3

+

0

0

.0

4

C

1

#1#2

#3

B

A

D

P1

E

F

#7

P2

#4PROP BATTERY BACKUP

CABINET & FND

#5

PROP TRAFFIC SIGNAL

CONTROLLER CABINET & FND

C1

PROP 15' MAST ARM

POST, BASE, & FDN

W/ VEHICULAR HOUSING

W/ PED HOUSING

W/ APS PUSH BUTTON

SIGN & SADDLES

PROP 4'' RGS SLEEVE

CROSSING RAILROAD

PROP VIDEO QUEUE DETECTION ZONE

APPROXIMATELY 200' FROM EDGE OF RAILROAD

PROP 10' SIGNAL

POST, BASE & FND


PROP 15' MAST ARM

POST, BASE, & FDN


W/ PED HOUSING

W/ APS PUSH BUTTON

SIGN & SADDLES

PROP 3'' TRAFFIC CONDUIT (TYP)

R&S EXIST RAILROAD PED GATE

PROP RAILROAD CONDUIT TO

PROP GATE

RET EXIST RAILROAD POST, GATE,

WARNING SIGNALS & CROSS BUCK SIGN

PROP 8' SIGNAL

POST, BASE & FND

W/ PED HOUSING

W/ APS PUSH BUTTON

SIGN & SADDLES

PROP 12''X24'' PB (TYP)

RET EXIST RAILROAD POST, GATE,

WARNING SIGNALS & CROSS BUCK SIGN

PROP INTERCONNECT

CONDUIT TO EXIST RAILROAD

CONTROL CABINET

H

I

T

T

I

N

G

E

R

S

T

R

E

E

T

R&S EXIST RAILROAD PED GATE

PROP RAILROAD CONDUIT TO

PROP GATE

#6

PROP RAILROAD GATE (20')

PROP RAILROAD GATE (25')

2

PROP VIDEO QUEUE

DETECTION ZONE

APPROXIMATELY 175'

FROM EDGE OF RAILROAD

C2

H

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

30

STATE

MA

PROJECT FILE NO.

---

609204

BELMONT



60

92

04

_H

D (B

OR

DE

R S

HE

ET

).D

WG

---- ----

Plo

tte

d o

n

N

TRAFFIC SIGNAL PLAN

24

PREFERENTIAL PHASING SEQUENCE

PROPOSED SIGNAL INDICATION

16" L.E.D

ONE SECTION DUAL

DISPLAY W/ COUNTDOWN

P1,P2

AL

L 1

2" L

EN

S

NOTES:

1. ALL SIGNALS SHALL HAVE CUTAWAY TUNNEL VISORS.

2. ALL SIGNALS SHALL BE 12" LED WITH 5" NON-LOUVERED BACKPLATES.

3. ALL BACKPLATES SHALL HAVE A 3" RETROREFLECTIVE BORDER.

G

Y

R

A,B,C,D,E,F

RAIL ROAD

PR

SHARED USE PATH DESIGN DESIGNATION PROJECT ENDSTA. … · length of project = 5517.39 feet = 1.045...

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Transcript of SHARED USE PATH DESIGN DESIGNATION PROJECT ENDSTA. … · length of project = 5517.39 feet = 1.045...